学术论文 |
[1] Tian Y, Jiang GS, Wu WB, Wen MJ*, El Naggar MH, Mei GX. Elliptical cylindrical equivalent model for consolidation of unsaturated soil improved by PVD[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2022, 46(17): 3123-3153. (中科院二区) [2] Tian Y, Jiang GS, Wu WB*, Wen MJ, Zhang ZT, El Naggar MH, Mei GX, Dong YK. Elliptical cylindrical equivalent model of PVD-assisted consolidation under surcharge combined with vacuum preloading and its application[J]. Computers and Geotechnics, 2021, 139: 104389. (中科院一区) [3] Tian Y, Wu WB*, Wen MJ, Jiang GS, El Naggar MH, Mei GX. Nonlinear consolidation of soft foundation improved by prefabricated vertical drains based on elliptical cylindrical equivalent model[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2021, 45(13): 1949-1971. (中科院二区) [4] Tian Y, Wu WB*, Jiang GS, El Naggar MH, Mei GX, Xu MJ, Liang RZ. One-dimensional consolidation of soil under multistage load based on continuous drainage boundary[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2020, 44(8): 1170-1183. (中科院二区) [5] Tian Y, Wu WB*, Jiang GS, El Naggar MH, Mei GX, Ni PP. Analytical solutions for vacuum preloading consolidation with prefabricated vertical drain based on elliptical cylinder model[J]. Computers and Geotechnics, 2019, 116: 103202. (中科院二区) [6] Wen MJ,Tian Y, Li LC, Wang KH, Wu WB*. An imperfect thermal contact problem for consolidation of bilayered saturated soil subjected to ramp-type heating[J]. International Journal of Heat and Mass Transfer, 2022, 190: 122755. (中科院二区) [7] Wen MJ,Tian Y, Li LC, Qiu XC, Wang KH, Wu WB*, Mei GX, Xu MJ. A general interfacial thermal contact model for consolidation of bilayered saturated soils considering thermo-osmosis effect[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2022, 1-23. (中科院二区) [8] Wen MJ,Tian Y, Wu WB, Wang KH, Xiong HR. Influence of thermal contact resistance on dynamic response of bilayered saturated porous strata[J]. Journal of Central South University, 2022, 29(6): 1823-1839. (中科院三区) [9] Zong MF,Tian Y, Liang RZ, Wu WB*, Xu MJ, Mei GX. One-dimensional nonlinear consolidation analysis of soil with continuous drainage boundary[J]. Journal of Central South University, 2022, 29(1): 270-281. (中科院三区) [10] Yang XY, Zong MF,Tian Y, Jiang GS, El Naggar MH, Wu WB*, Xu MJ. One‐dimensional consolidation of layered soils under ramp load based on continuous drainage boundary[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2021, 45(6): 738-752. (中科院二区) [11] 田乙,吴文兵*,张霖,蒋国盛,宗梦繁,梅国雄.堆载-真空联合预压下的未打穿竖井地基固结理论[J].岩土工程学报, 2022, 44(3): 533-540. [12] 田乙,吴文兵*,康成,蒋国盛,梅国雄,周克清.基于椭圆柱等效的排水板非线性径向固结理论[J].岩石力学与工程学报, 2020, 39: 3058-3066. [13] 田乙,吴文兵*,蒋国盛,梅国雄,徐宝军.连续排水边界下分数阶黏弹性饱和土体一维固结分析[J].岩土力学, 2019, 40(8): 3054-3061. [14] 田乙,吴文兵*,梅国雄,蒋国盛,梁荣柱.真空预压处理填埋污泥的固结解析解[J].岩土工程学报, 2019, 41(8): 1481-1488. [15] 田乙,吴文兵*,梅国雄,蒋国盛,宗梦繁.塑料排水板联合真空预压的径向固结理论研究[J].岩石力学与工程学报, 2019, 38(10): 2151-2160. [16] 冯霞,宗梦繁,田乙,梅国雄,吴文兵*.考虑边界排水时间效应的软土一维非线性固结近似解答[J].工程力学, 2023, 40(01): 100-110. [17] 宗梦繁,李传勋,吴文兵*,田乙,梁荣柱,梅国雄.堆载-电渗联合作用下双层地基1维固结解析解[J].工程科学与技术, 2022, 54(2): 170-179. [18] 苗青,闻敏杰,宗梦繁,田乙,吴文兵*,梅国雄.连续排水边界下非线性饱和土体一维热固结解析解[J].哈尔滨工业大学学报, 2022. [19] 宗梦繁,吴文兵*,梅国雄,梁荣柱,田乙.连续排水边界条件下土体一维非线性固结解析解[J].岩石力学与工程学报, 2018, 37(12): 2829-2838. [20] 宗梦繁,吴文兵*,梅国雄,梁荣柱,田乙.连续排水边界条件下土体一维流变固结解析解[J].工程力学, 2019, 36(9): 79-88. [21] 王宗琴,张云鹏,田乙,吴文兵*,刘浩，吴涛，闻敏杰.考虑固结的新近吹填场地桩侧负摩阻力分布特性[J]．哈尔滨工业大学学报, 2021. |
发明专利 |
[1] 张莉,吴文兵,梁荣柱,田乙,邢康宇, 张凯顺, 王庆, 宗梦繁. 一种分离式桩基测试应变环, 2018-7-10,中国, CN201721439520.8. [2] 吴文兵, 张凯顺, 梁荣柱, 邢康宇, 田乙,宗梦繁, 刘浩, 官文杰. 一种超前加固深海天然气水合物储层的装置, 2019-1-22,中国, CN201820799872.2. [3] 吴文兵, 张凯顺, 梁荣柱, 邢康宇, 田乙,宗梦繁, 刘浩, 官文杰. 一种基于旋喷法加固深海天然气水合物储层的装置, 2018-6-8,中国, CN201721185762.9. [4] 杨松, 吴文兵, 梁荣柱, 方宇翔, 康成, 李称, 田乙,邢康宇, 姚赵田, 张凯顺, 一种梅花形混凝土管桩, 2018-9-11,中国, CN201810095261.4. |
